| Study on the Safety of the Foundation Rock Masses in the Tangkou Bank of the Taipinghu Bridge |
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| 引用本文： | FANG Dong-heng~1,DUAN Hai-peng~(1,2),WANG Yun-sheng~1 WANG Shuang-ji~2,HU Ke~2,QIAO Guo-wen~1 (1. Environment and Civil Engineering,Chengdu University of Technology,Chengdu 610059,China, 2. Anhui Highway Exploration Design Institute,Hefei 230041,China). Study on the Safety of the Foundation Rock Masses in the Tangkou Bank of the Taipinghu Bridge[J]. 地球科学进展, 2004, 0(Z1) |
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| 作者姓名： | FANG Dong-heng~1 DUAN Hai-peng~(1 2) WANG Yun-sheng~1 WANG Shuang-ji~2 HU Ke~2 QIAO Guo-wen~1 (1. Environment and Civil Engineering Chengdu University of Technology Chengdu 610059 China 2. Anhui Highway Exploration Design Institute Hefei 230041 China) |
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| 作者单位： | FANG Dong-heng~1，DUAN Hai-peng~(1，2)，WANG Yun-sheng~1 WANG Shuang-ji~2，HU Ke~2，QIAO Guo-wen~1 (1. Environment and Civil Engineering，Chengdu University of Technology，Chengdu 610059，China; 2. Anhui Highway Exploration Design Institute，Hefei 230041，China) |
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| 摘 要： | The Taipinghu Bridge is an important project, and the safety of rock masses of its foundation is very crucial. This article analyzes the potential causes of the deformation of the rock masses of the bridge foundation, and uses the Fast Lagrangian Analysis of Continua to analyze the geologic model. The simulating process shows that no mater in the excavating process or in the loading process the rock masses are suit for the engineering. The modeling and analyzing process can be used for reference.
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| 关 键 词： | FLAC~（3D） Numerical simulation Engineering Bridge foundation |
Study on the Safety of the Foundation Rock Masses in the Tangkou Bank of the Taipinghu Bridge |
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| FANG Dong-heng,DUAN Hai-peng. Study on the Safety of the Foundation Rock Masses in the Tangkou Bank of the Taipinghu Bridge[J]. Advances in Earth Sciences, 2004, 0(Z1) |
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| Authors: | FANG Dong-heng DUAN Hai-peng |
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| Affiliation: | FANG Dong-heng~1,DUAN Hai-peng~ |
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| Abstract: | The Taipinghu Bridge is an important project, and the safety of rock masses of its foundation is very crucial. This article analyzes the potential causes of the deformation of the rock masses of the bridge foundation, and uses the Fast Lagrangian Analysis of Continua to analyze the geologic model. The simulating process shows that no mater in the excavating process or in the loading process the rock masses are suit for the engineering. The modeling and analyzing process can be used for reference. |
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| Keywords: | FLAC~(3D) Numerical simulation Engineering Bridge foundation |
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